rdf-syntax-grammar
mods:
  schema location: http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-2.xsd
  title info:
    title: Slope earthquake stability
  name:
    name part: Yang, Changwei
    role:
      role term: author.
  name:
    name part: Zhang, Jingyu
    name part: (Civil engineer)
    role:
      role term: author.
  name:
    name part: Lian, Jing
    name part: (Of the Southwest Jiaotong University)
    role:
      role term: author.
  name:
    name part: Yu, Wenying
    role:
      role term: author.
  name:
    name part: Zhang, Jianjing
    name part: (College teacher)
    role:
      role term: author.
  type of resource: text
  genre: bibliography
  genre: elektronické knihy
  genre: electronic books
  origin info:
    place:
      place term: si
    date issued: 2017
    issuance: monographic
  language:
    language term: eng
  physical description:
    form: remote
    extent: 1 online resource
  abstract: This book begins with the dynamic characteristics of the covering layerbedrock type slope, containing monitoring data of the seismic array, shaking table tests, numerical analysis and theoretical derivation. Then it focuses on the landslide mechanism and assessment method. It also proposes a model that assessing the hazard area based on the field investigations. Many questions, exercises and solutions are given. Researchers and engineers in the field of Geotechnical Engineering and Anti-seismic Engineering can benefit from it.
  table of contents: Preface; Contents; 1 Introduction; 1.1 Background and Significance; 1.2 Review; 1.2.1 Shaking Table Test Technology; 1.2.2 Dynamic Characteristics of Slope; 1.2.2.1 Filed Investigation; 1.2.2.2 Model Test; 1.2.2.3 Numerical Simulation Method; 1.2.2.4 Theoretical Analysis; 1.2.3 Deformation Characteristics and Instability Mechanism; 1.2.4 Seismic Stability Evaluation Method; 1.2.4.1 Certainty Analysis Method; 1.2.4.2 Probability Analysis; 1.2.5 Prediction Model for Earthquake-Induced Landslide Hazard; 1.3 Problems; 1.4 Research Objectives and Content.
  table of contents: 2 Seismic Array Monitoring Results Analysis2.1 General Condition; 2.2 Monitoring Data of Seismic Array in 5.12 Wenchuan Earthquake; 2.3 Response Characteristics Analysis; 2.4 Frequency Spectrum Response Characteristics; 2.4.1 Fourier Spectrum Along Elevation; 2.4.2 Seismic Ground Motion Response Spectrum Along Elevation; 2.5 Brief Summary; 3 Shaking Table Test of Rock Slopes; 3.1 Large-Scale Shaking Table Test Design; 3.1.1 Purpose; 3.1.2 Installation; 3.1.3 Similarity System; 3.1.3.1 Three Theorems of Similarity; 3.1.3.2 Selection and Adjustment of Similarity Rules.
  table of contents: 3.1.3.3 Determination of Related Physical Parameters3.1.3.4 Derivation of Similarity Criteria Through Matrix Method; 3.1.4 Similar Materials; 3.1.5 Test Instruments and Monitoring Points Disposition Principle; 3.1.5.1 Measurement Information and Selection of Sensor Types; 3.1.5.2 Monitoring Points Disposition Principle of Shaking Table Test; 3.1.6 Testing Points Disposition; 3.1.7 Design and Manufacture; 3.1.7.1 Production and Transportation of Shaking Model Test Materials and Location of the Model Containers; 3.1.7.2 Model Filling of Shaking Table Test; 3.1.8 Sensors; 3.1.9 Loading Scheme.
  table of contents: 3.1.10 Data Collecting System3.1.11 Result Record; 3.2 Result Analysis; 3.2.1 Influence Factors of Acceleration Amplification Effect; 3.2.1.1 Effects of Bevel Angles on the Rock Slope PGA Elevation Amplification Effect; 3.2.1.2 Effects of Seismic Density on the Rock Slope PGA Elevation Amplification Effect; 3.2.1.3 Effects of Seismic Wave Types on the PGA Elevation Amplification Effect; 3.2.1.4 Influence of Seismic Ground Motion Response Direction PGA Elevation Amplification Effect; 3.2.2 Fourier Spectrum and Response Spectrum of Acceleration.
  table of contents: 3.2.2.1 Rock Slope Acceleration Fourier Spectrum Change Rules Along Elevation3.2.2.2 Rock Slope Acceleration Response Spectrum Change Rules Along Elevation; 3.3 Brief Summary; 4 Numerical Analysis Research; 4.1 Brief Introduction to GDEM; 4.1.1 Advantages of GDEM Software; 4.1.2 Fundamental Principle of GDEM; 4.1.3 Verification; 4.1.4 Fundamental Function; 4.1.5 Modeling Progress and Methods; 4.2 Key Problems in Numerical Analysis; 4.2.1 Numerical Analysis Model; 4.2.2 Material Parameters and Constitutive Model; 4.2.3 Boundary Conditions; 4.2.4 Seismic Ground Motion Input Conditions.
  note: Yang Changwei, Zhang Jingyu, Lian Jing, Yu Wenying, Zhang Jianjing.
  note: Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty
  note: Includes bibliographical references.
  subject:
    topic: Slopes (Soil mechanics)
    topic: Stability
  subject:
    topic: Seismology
  subject:
    topic: Landslides
  identifier: 9789811023804
  identifier: 9789811023798
  identifier: https://proxy.k.utb.cz/login
  access condition: Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty
  record info:
    record content source: N$T
    record creation date: 161202
    record change date: 20251008111955.0
    record identifier: 99605
    language of cataloging:
      language term: eng